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HomeMy WebLinkAboutS_5165_S::c u ,_, <I: 00 i "' BAKER g J g = LLJ -1------/./--"""'.'"._.'.'_'_c-____,,...-+ en ADAMS AVE. ORANGE z 0 I- (.'.) ~ Z 00 1--1 g; ~ ~ i ~ ::i la ::c LL 0 >-1--u CITY OF COSTA MESA VICTORIA 1'HH COAST COLLEGE I----ORANGE CO. FAIRGROUNDS = 0 = = l! ST. EWPOR1,- BAY /, A ITY r, OF I EWP BEA "a '9& ~ UNIVERSITY Ro. ' CITY OF IRVINE u.c.r. RO o-/1/DICATES AREA SHOW// 011 WCATION MAP ~ ~B=== 'v 'Z' J PACJFJc ~ 04s>, o,,--.l' ) "~ ~ VICINITY MAP NOT TO SCALE SYMBOL LEGEND • PO.VER POLE 0 MANHOLE 'tf FIRE HYDRANT D METER BOX ----0------VALVE PO.VER POLE ANCHOR Q, MONUMENT -x-x-x-FE/ICE BLOCKW A/.1. 0 TREE 00 SHRUBBERY = LLL LLL = ASPHALT PAVEMENT : : ;: ;:\:\: : ::;:; BRICKWAI..K I: .• •.. . . i COi/CRETE L//////a BU/WING ----EXISTING CONSTRUCT/ON ----PROPERTY UI/E NEW CONSTRUCT/OIi ---'i_---CENTERUNE ----S----SEY/ER UNE -----vi-WATER UNE ---G---GAS UN£ -E--PONER UNE -TEL-TELEPHONE UI/E -TV -CABLEVISION UNE -SP -SPRINKl.£R SYSTEM b: STREET UGHT Underground Service Alert Call: TOLL FREE 1-800 422-4133 TWO WORKING DAYS BEFORE YOU DIG '--z-,1/JI "~ ABBREVIATIONS AC ASPHALT COi/CRETE AB AGREGATE BASE ACP ASBESTOS CEMENT PIPE APP'D APPRIYilED AVE AVENUE BC BEGIN CURVE BCR BEGIN CURVE RETURN C/P CAST /ROIi PIPE CMP CORRUGATED METAL PIPE CONC CONCRETE CONST CONSTRUCTION DIP DUCT/I.£ IRON PIPE DEPT DEPARTMENT lJ#Y DRNEYIAY DU DUCT E EAST S'LY SOI/THERLY EC END CURVE ELECT ELECTRIC EX EXISTING FE FLANGED END FL FLANGED END HOR HORIZONTAL INT INTERSECTION /NV INVERT LF UNEAR FEET MJ MECHANICAL JOINT N NORTH N'LY NORTHERLY /ITS NOT TO SCALE PCC PORTLAND CEMENT CONCRETE pp PO.VER POLE PROP PROPOSED PVC POLYVINYL CHWRIDE !PIPE! PVMT PAVEMENT RCB REINFORCED COi/CRETE BOX RCP REINFORCED CONCRETE PIPE RT RING TIGHT R/W RIGHT-OF-WAY sea SEWER CLEAN 01/T SD STORM DRAIN SECT SECTION SHTS SHEETS S'LY SOI/THERLY SMH SEWER MANHOLE ST STREET STL STEEL TR TRACT TYP TYPICAL VCP VrTRIFIED CIAY PIPE VERT VERTICAL w WEST W'LY WESTERLY EMERGENCY TELEPHONE AGENCY SOI/THERN CAUFORNIA GAS COMPANY SOI/THE.RN CAUFORNIA EDISON COMPANY PACIFIC TELEPHONE COMPANY CITY OF NEWPORT BEACH (l/T/UTIES DEPT J COUNTY SANrTATION DISTRICTS OF ORANGE COUNTY COMCAST CABLEVISION COMMUNITY CABLEVISION UNDERGROUND SERVICE ALERT NUMBERS NUMBERS 634-D251 895-0221 611 644-3011 962-2411 542-6222 542-3!l15 AFTER 6:00 PM lZG-4040 I-BOD-422-4133 PUBLIC WORKS DEPARTMENT C 31 71 APPROVED: owj)J_ DATE: PUBLIC WORKS DIRECTOR R.C.E. 1679/ APPROVED:C~/4 8~ DATE: /Z-z:z..-97 APPROVAL RECOMMENDED: TRANSPORTATION AND DEVELOPMENT SERVICES UTILITIES MANAGER R.C.E. 25553 RCE 22045 LOCATION MAP NOT TO SCALE APPROVAL RECOMMENDED! CITY ENGINEER RCE 24967 < SEAL SEAL GENERAL NOTES I. THE CONSTRUCT/ON OF Ill PUBUC IMPROVEMENTS SHlll CONFORM TO THE REQUIREMENTS OF THE NEWPORT BEACH CONSTRUCT/ON STANDARDS, STANDARD SPECI/JL PROV/SfONS, DESIGN CRrTERIA. STANDARD DRAWINGS AND THE STANDARD SPECIFICATIONS FOR PUBUC WORKS CONSTRUCTION, /994 EDrTION, AND SUPPLEMENTS. 2. STATIONING REFERS TO PIPEUNE. 3. EXISTING UNDERGROUND UTILITIES ARE SHOWN AS PER AVAfLABLE RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ICTUAL LOCATION AND ELEVATION IN THE FIELD PRIOR TO BEGINNING CONSTRUCT/ON OF N& F AC/LIT/ES. 4. STATIONS SHOWN THUS [O•OOJ ARE SEWER STATIONS AND ARE INDEPENDENT OF AU OTHER STATIONS. 5. THE WALLS AND FACE OF ALL EL£11ATIONS GREATER THAN FIVE (5! FEET IN DEPTH SHAU BE EFFECTIVELY GUARDED BY A SHORING SYSTEM: SLOPING OF THE GROUND OR OTHER EQUIV ALE NT MEANS. TRENCHES OR EXCAVATIONS LESS THAN FIVE !5! FEET IN DEPTH SHALL ALSO BE GUARDED WHEN EXAMINATION INDICATES THAT HAZARDOUS GROUND MOVEMENT MAY BE EXPECTED. 6. THE CONTRICTOR(S! SHAU OBT AJN A PERMrT TO PERFORM EXCAVATION OR TRENCH WORK AS DESCRIBED IN NO. 5 ABOVE FROM CAL-OSHA. 7. AU SEWER PIPE SHALL BE BEDDED PER TRENCH DETAfL ON SHEET 2. 8. VCP SEWER PIPE MAY BE USED IN LIEU OF PVC PIPE BY SPECIAL PERMISSION. PIPE SHALL BE MANUFACTURED PER ASTM D-3034 SDR-35 OR ASTM F-789. ALL FITTINGS SHAU BE PREFABRICATED FUU -BODY FITTINGS. PVC SEWER PIPE BEDDING SHALL BE ¾' GUSHED ROCK FROM 6" BELOW THE PIPE TO 12!' ABCNE THE TOP OF THE PIPE AND SH/JLL BE CONSOUDATED BY JETTY PRIOR TO COMPLETION OF B/CKFILL. 9. PRIOR TO CONTRACTOR PERFORMING MODIFICATIONS AND REPAfRS TO THE C.S.D.O.C. MANHOLE STRUCTURES, CONTRACTOR SHALL OBTAIN A PERMrT AND ASK FOR INSPECTION BY CS.D.O.C. CONSTRUCT/ON DIVISION AT (7/4! 962-2411 EXT. 5/13. /0. ALL S&ER UNES TO BE ONNED, OPERATED AND MAfNTAfNED BY THE CITY OF N&PORT BEACH SHALL BE VIDEO INSPECTED AFTER CLEANING AND MANDRIWNG. ALL VIDEO INSPECTION SHALL BE PERFORMED BY THE CITY UTILrT!ES PERSONNEL. ANY SEWER LINE FOUND TO BE INSTALLED INCORRECTLY, DEFFECTIVE, DAMAGED OR OTHERWISE COMPROMISED SHAU BE REPAfRED/REPUCED AND REINSPECTED, INCLUDING AfR TEST, MANDRIU AND VIDEO, PRIOR TO ACCEPTANCE. II. THE CONTRACTOR SHALL NCJTIFY THE FIRE DEPARTMENT 48 HOURS IN ADVANCE OF ROAD CLOSURES AT (7/4! 644-3/06. 12. THE CONTRACTOR SHALL REQUEST INSPECTION FROM THE PUBLIC WORKS DEPARTMENT AND UT/LrTIES DIVISION 48 HOURS IN ADVANCE OF PERFORMING /WY WORK. !714! 644-331/ FOR PUBLIC WORKS, !714! 644-30/I FOR UTILITIES. THE PUBLIC WORKS DEPARTMENT INSPECTOR SH/JLL /JLSO BE NOTIFIED AFTER PLACEMENT OF FORMS AND PRIOR TO PUCEMENT OF ANY CONCRETE FOR CURB AND GUTTER SO THAT THE FORMS CAN BE CHECKED FOR UNE AND GRADE AND COMPARABILITY wrrH EXISTING CONSTRUCTION. 13. SEWER, WATER AND STORM DRAIN LINES DISTANCES SHOWN IN PROFILE AND IN THE ESTIMATED QUANTITIES ARE HORIZONTAL DISTANCES. CONSTRUCT/ON NOTES (j) INST ALL 12" P.V.C. GRAVITY SEWER PIPE (SDR 351. BACKFILL BEDDING MD TRENCH RESURFACING PER TRENCH DET Afl. SUBSTrTUTE 3/4" CRUSHED ROCK IN LIEU OF SAND FOR PIPE BEDDING. ® C!TY PROVIDED NEW 48" I.D. MANHOLE PER C!TY OF • NffVPORT BEACH STD.-401-L. ® C!TY PROVIDED 48' I.D. DROP MANHOLE PER C!TY OF NEWPORT BEACH STD.-403-L. 0 C!TY PROVIDED 60' I.D. DROP MANHOLE PER C!TY OF NEWPORT . BE/CH STD.-403-L. SEE DET AfL A. . ® INST AU 3'-6' LONG, 12" V.CP. GRAVITT SEWER PIPE wrrH A MINIMUM OF 2 FLEXIBLE JOINTS. @ REMOVE INTERFERING PORTIONS OF ABMDONED 27'WATERLINE. SHEET INDEX SHEET DESCRIPTION I TrTLE SHEET 2 MARGUERrTE AVENUE & EAST COAST HIGHWAY, PLAN AND PROFILE, SEWER IMPROVEMENTS DATE BY DESCRIPTION REVISIONS APP'D CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT C-3171 S-5165-S SHEET I OF 2 . ! . ' r "' ·-< i . '• ' SCALE: I' • 20' RIW----1 I I 10+00 10+50 36"5D(CMP! PROFILE SCALE 11 +00 2 t-----l/ l" = 20' -HORIZ. 1" = 4' -VERT. 11 +50 --- (j) CONSTRUCTION NOTES NOTES: I. TRENCH WllJTH SHAlL BE O.D.• I? M/NIMUM,OR O.D. • 2CI MAXIMUM. INCWD/NG THICKNESS OF TRENCH SHORING OR SHEETING. 2 BACKF/1.L SHAlL 8£ PER STANDARD SPECIFICATIONS SECTION 306·!.J, EXCEPT THAT R£LATN£ COMP/JCT/ON SHAlL BE 90 PERCENT MINIMUM. 3 WHEN THE MAXIMUM TRENCH WIDTH IS EXCEEDED, TH£ CONTRACTOR SHAlL SUBMfT TO TH£ ENGINEER FOR APPR(}I Al. DR.AIHINGS WfTH SUBST ANTfATING ENGINEERING CALCULATIONS FOR THOSE MODIFICATIONS OF PIPE STRENGTH AND/OR BEDDING WHICH Will. PR(}I/DE AN IN-PLACE F/JCTOR OF SAFETY £QIJNN.ENT TO THAT PROI/DED IN TH£ CONTR/JCT. 4. BEODING SHAlL 8£ PER STANDARD SPECIFICATIONS SECTION 306-l2J. EXCEPT THAT: !AJ Cl.ASS !OO-E·/00 SWRR( Ml¥ 8£ SUBSTfTUT£D FOR SHAPED BEDDING AT THE CONTR/JCTOR'S OPTION AND SO/£ EXPENSE. !BJ HAUNCH BEDDING SHAI.L BE HAND TAMPED TO 907. RELATNE COMP/JCT/ON MINIMUM FOR PVC, RPM, HDP£. AND AlL CfTHER Fl£XIB/£ PIPE JNSTAI.LATIONS. WHEREUPON THE REMAINDER OF BEDDING !ABO/£-SPRINGUNE) Ml¥ 8£ COMP/JCTED CONCURRENTIY WfTH THE BACKFILL 5. TRENCH RESURFACING IN PORTLAND CEMENT CONCRETE PAVEMENT SHAlL BE PER STANDARD SPECIFICATIONS SECTION 306-/S, EXCEPT THAT CONCRETE SHAI.L BE 8' THICK MINIMUM CLASS 560-C-3250. 6. IF MNN UN£ TRENCHES RESULTS IN PAVEMENT WllJTH OF 5' OR LESS. PAVEMENT SHAlL BE REMO/ED TO EDGE OF GUTTER. 7. TRENCH RESURFACING IN ASPHALT CONCRETE PAVEMENT SHAlL BE PER STANDARD SPECIFICATIONS SECTION 306·/S, EXCEPT THAT: (AJ ASPHALT CONCRETE SHAlL BE PLACED IN UFTS NOT TO EXCEED 4' THICK. (BJ APPLY TACK COAT AND FEATHER NEW PAVEMENT AS NECESSARY TO SEAL THE CONTACT JOINT AND £UM/NAT£ PAVEMENT DEPRESSIONS WrTHIN ONE FOOT OF THE CONT/JCT JOINT. 8. BASE PAVING TO EXISTING SURFACE. CALTRANS Will. FOi.LOii wrrH GRIND AND PAVE PROJECT IN FEBRUARY. NOTES: r MIN. !AT PAVEMENT SURFACE) REPLACE WfTH I' THICKER AI:. SECTIONS. THAN EX. AC. SECTION !COMPACTION 957. MINJ 6' MIN. O.D.!P/PE BARR£U TRENCH SHEETING OR SHORING IF USED UNDISTURBED SOIL, Tf PICAL INSTALL /2' P.V.C. GRAVITY SEWER PIPE (SDR 35!. BACKFIU BEDDING AND TRENCH RESURFACING PER TRENCH DET NL SUBSTfTUTE ¾' CRUSHED ROCK IN UEU OF SAND FOR PIPE BEDDING. I. DROP MANHO/£ 1.11¥ ONIY BE USED Bf SPECIAL PERMISSION OF THE UT/UT/ES DNISION. !THEN ON/J' IN THE CASE OF VER( DEEP SEWER MA/NSJ 2. FOR MANHOLE BASE AND OTHER PERTINENT CONSTRUCT/ON DETAILS REFER TO CITY OF NEWPORT BEACH STD.--40/·l. @ CfTY PROVIDED NEW 48" I.D. MANHOLE PER CITY OF NEWPORT BEACH STD.-401-L TRENCH WllJTH EX. PAVEMENT .----_ -: -: ---_ NCfTE 6 : : : . : -:· _: : : : _: . ---44--,-+,,-.i--=-=-..=c - . . . . . . . . . . . . . . . . . . · ... -I ~~;;i:a,s,_;_, -.....c ---"" . . . . . ' ..... . . . . . . . . . . . . j i: ~: ~ ~ ~ '.: ~: ~ ~:: ::: :: ----·~ _-_-_._._._ -. . . . -. . . . . -"" -_._ ---_ -_ -,..-~ ."j.:-~ •. ; ~~-:·. :·:·--1 0.4 O.D. fi3 ~ TRENCH DETAIL N.TS. l,j r MIN. !AT PAVEMENT SURFACE) 0 CfTY PROVIDED 48' /.D. DROP MANHOLE PER CITY OF NEWPORT BEACH STD.-403-L STD. 6IJ' /.D. MANHO/£ © CITY PROVIDED 60' I.D. DROP MANHOLE PER CITY OF NEWPORT BEACH STD.-403-L SEE DET NL A ® INST ALL 4~0° WNG, IZ V .C.P. GRAVfTY SEWER PIPE WfTH A MINIMUM OF 2. FLEX/BL£ JOINTS. ® REMOVE INTERFERING PORTIONS OF ABANDONED ZT' WATERUNE. ---- I? ROCK BASE INCOMING LATERAL STD. DROP MANHO/£ TE£ I I I I I ='I I!,,, -. • . . -. . - -. -. • r-6' -. • . -. - -----Z?"W(ABANJ-__ END CONSTRUCTION STA lf•49.58 RIW • ------ STA l/•3758 INV.· 7573 STAl/+4258 INV.· 7555 APPROVED DETAIL A N.TS. STAl/+48S8 /NV.• 75.33 CORE DR/1.L EXISTING CS.DlJC. MANHO/£. REPAIR IJNER PER CS.DlJC. INSPECTOR REQUIREMENTS C-3171 MARGUERITE AVENUE z ~~~ 1-----_S_E_WE_R_I_M_PR_O_VE_M_E_NT_PR_O_JE_C_T_--1 m 48214 SEWER MAIN PLAN & PROFILE f ul J u: 1---+---+-------------.ji---.jf------~----l----------------"-"----I DESIGNED DRi:tWN S 51· 6 5 S - FROM ST. STA. 9+95.50 TD ST, STA.11+49.58 A.CASTANON A.CASTANON CITY OF NEWPORT BEACH - - 't' ....._ ____ __,,,, DATE BY -CESCR!PJION APP'D REVISIONS CHECKED DATE PUBLIC WORKS DEPARTMENT SHEET 2 OF 2 • 1.-.-----------------------------------------------------------------------------------------..L.------------------.1-_,.;M.::,.S~IN:;;AC;:::OR~l L.---~12/:_:97:..i,_ ___________ .1.... ____ ....J !;j \ ) "' I (I -• <I ' V,